タイトル(掲載誌)愛知工業大学耐震実験センター年次報告書=Annual Report of the Seismic Resistance Experiment Center
一般注記Bi-directionalloading test are carried out to examine response behavior of square section steel bridge piers under the prescribed ground accelerations in the Design Specification of Road Bridge in Japan. Each of these ground seismic motions has two horizontal components. Both uni-lateral and bi-lateral excitations are imposed to the 2.4m high pier models with the section of 450mm x 450mm. 1t is found from the test results that the bi-lateral excitation deteriorates the lateral bearing force of the piers compared to the uni-lateral loading
identifier:http://repository.aitech.ac.jp/dspace/handle/11133/2632
一次資料へのリンクURLhttp://repository.aitech.ac.jp/dspace/bitstream/11133/2632/1/%e8%80%90%e9%9c%873%e5%8f%b7%e7%a0%94%e7%a9%b6%e8%ab%96%e6%96%871%28P13-20%29.pdf
連携機関・データベース国立情報学研究所 : 学術機関リポジトリデータベース(IRDB)(機関リポジトリ)